80' MIN 100'-0" 15'-0" 2 FEDERALLY DREDGED NAVIGATION CHANNEL MEASURED AT EL -10' (NOTE 4) NAVIGATION CHANNEL EXISTING YACHT CLUB FLOATS
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3 ' MUDLINE ELEVATION REVISED FEDERAL LIMIT FOR DREDGING FEDERAL LIMIT FOR DREDGING C '-" TRANSIENT MOORAGE FLOAT INACC 8' MIN B FEDERALLY DREDGED NAVIGATION 1' YACHT CLUB FLOATS A '-" INACCESSIBLE MEASURED AT EL ' (NOTE 4) NAVIGATION PROJECT CUT & FILL QUANTITIES: BERM FOOTPRINT: 8 SF BERM VOLUME: 3 CY UPLANDS OPEN CUT FOOTPRINT: 35 SF UPLANDS OPEN CUT VOLUME: 85 CY UPLANDS SLOPE PROTECTION VOLUME: 32 CY DREDGE VOLUME: 15 CY MTL = 8.6' MLLW =.' STEEL SHEETPILE SEAWALL MOORAGE LIMIT FLOAT FAILED SECTION OF SHEETPILE SEAWALL PROPOSED ROCK BERM NOTES: 1. VERTICAL DATUM IS MEAN LOWER LOW WATER. 2. UPLAND SURVEY OBTAINED FROM PND PLAN DATED 12/22/214. SURVEY PERFORMED ON DECEMBER 3 THRU 5, BATHYMETRY SURVEY OBTAINED FROM CORPS OF ENGINEERS. SURVEY PERFORMED ON AUGUST 1 & 2, APPLICANT TO DREDGE TO EL ' BETWEEN TOE OF BERM AND REVISED FEDERAL LIMIT AT TIME OF BERM CONSTRUCTION. PROPOSED UPLANDS OPEN CUT TGALS GRANDSTAND 15 of 78
4 TGALS GRANDSTAND 128'-" 1'-" NAVIGATION MEASURED AT ELEVATION ' PROJECT CUT & FILL QUANTITIES: BERM FOOTPRINT: 8 SF BERM VOLUME: 3 CY UPLANDS OPEN CUT FOOTPRINT: 35 SF UPLANDS OPEN CUT VOLUME: 85 CY UPLANDS SLOPE PROTECTION VOLUME: 32 CY DREDGE VOLUME: 15 CY MTL = 8.6' MLLW =.' 31'-6" PROPOSED ROCK BERM 15'-" DREDGE OFFSET 81'-6" FEDERALLY DREDGED NAVIGATION 2 2'-" MOORAGE EASEMENT EDGE OF FLOATS 1 14' 1' STEEL SHEETPILE SEAWALL 1. 3' 5' 1'-" REQUIRED MINIMUM DREDGE DEPTH DETAIL A-1 BOTTOM OF THOMAS BASIN SECTION "A" - LOOKING SOUTH END OF GRANDSTAND 42 Spruce Mill Way Ketchikan, AK of 7 5 of 8
5 TGALS GRANDSTAND NOTE: CORPS OF ENGINEERS WON'T DREDGE WITHIN THIS ZONE. THEREFORE, BOTTOM WITHIN 15' OF BERM TO BE DREDGED BY APPLICANT TO ' DURING BERM CONSTRUCTION 132'-" 1'-" NAVIGATION MEASURED AT ELEVATION ' PROJECT CUT & FILL QUANTITIES: BERM FOOTPRINT: 8 SF BERM VOLUME: 3 CY UPLANDS OPEN CUT FOOTPRINT: 35 SF UPLANDS OPEN CUT VOLUME: 85 CY UPLANDS SLOPE PROTECTION VOLUME: 32 CY DREDGE VOLUME: 15 CY MTL = 8.6' MLLW =.' 28'-" PROPOSED ROCK BERM 15'-" DREDGE OFFSET 89'-" FEDERALLY DREDGED NAVIGATION MOORAGE FLOAT 1'-" 15'-" 3'-" 2 1 2'-" MOORAGE EASEMENT 14' 1' STEEL SHEETPILE SEAWALL 1. 3' 5' DETAIL B-1 BOTTOM OF REQUIRED MINIMUM DREDGE DEPTH MATERIAL DREDGED BY CORPS OF ENGINEERS MATERIAL DREDGED BY APPLICANT DURING BERM CONSTRUCTION THOMAS BASIN SECTION "B" - LOOKING NORTH END OF GRANDSTAND 42 Spruce Mill Way Ketchikan, AK of 78
6 NOTE: CORPS OF ENGINEERS WON'T DREDGE WITHIN THIS ZONE. THEREFORE, BOTTOM WITHIN 15' OF BERM TO BE DREDGED BY APPLICANT TO ' DURING BERM CONSTRUCTION NAVIGATION MEASURED AT ELEVATION ' PROJECT CUT & FILL QUANTITIES: BERM FOOTPRINT: 8 SF BERM VOLUME: 3 CY UPLANDS OPEN CUT FOOTPRINT: 35 SF UPLANDS OPEN CUT VOLUME: 85 CY UPLANDS SLOPE PROTECTION VOLUME: 32 CY DREDGE VOLUME: 15 CY MTL = 8.6' MLLW =.' MOORAGE FLOAT DREDGE OFFSET PROPOSED ROCK BERM 94'-6" FEDERALLY DREDGED NAVIGATION 2 STEEL SHEETPILE SEAWALL ' 1' 3' 5' DETAIL C-1 BOTTOM OF THOMAS BASIN SECTION "C" - LOOKING NORTH CORNER REQUIRED MINIMUM DREDGE DEPTH MATERIAL DREDGED BY CORPS OF ENGINEERS MATERIAL DREDGED BY APPLICANT DURING BERM CONSTRUCTION 42 Spruce Mill Way Ketchikan, AK of 7 5 of 8
7 1'-" MATERIAL PROPERTIES: 1. ROCK GRADATION: 8" MIN TO 18" MAX, UNIFORMLY GRADED. 2. GEOTEXTILE CONFORMING TO ALASKA DOT STANDARD SPECIFICATIONS, SECTION , "PERMANENT EROSION CONTROL". PROPOSED GEOTEXTILE ON PROPOSED CUT SLOPE SHEETPILE WALL CUT OFF 1'-" ABOVE FINISHED GRADE MTL = 8.6' MLLW =.' PROPOSED 2 FT THICK ARMOR ROCK LAYER 2 PROPOSED ROCK BERM 1 '-6" 1. 1'-" DETAIL A-1 42 Spruce Mill Way Ketchikan, AK of 7
8 2 MATERIAL PROPERTIES: 1. ROCK GRADATION: 8" MIN TO 18" MAX, UNIFORMLY GRADED. 2. GEOTEXTILE CONFORMING TO ALASKA DOT STANDARD SPECIFICATIONS, SECTION , "PERMANENT EROSION CONTROL". CONCRETE SLAB TO REMAIN PROPOSED GEOTEXTILE ON PROPOSED CUT SLOPE PROPOSED 2 FT THICK ARMOR ROCK LAYER SHEETPILE WALL CUT OFF 1'-" ABOVE FINISHED GRADE PROPOSED ROCK BERM MTL = 8.6' MLLW =.' 1 '-6" '-" DETAIL B-1 42 Spruce Mill Way Ketchikan, AK of 7
9 MATERIAL PROPERTIES: 1. ROCK GRADATION: 8" MIN TO 18" MAX, UNIFORMLY GRADED. 2. GEOTEXTILE CONFORMING TO ALASKA DOT STANDARD SPECIFICATIONS, SECTION , "PERMANENT EROSION CONTROL". 2 1 '-6" PROPOSED GEOTEXTILE ON PROPOSED CUT SLOPE PROPOSED 2 FT THICK ARMOR ROCK LAYER SHEETPILE WALL CUT OFF 1'-" ABOVE FINISHED GRADE MTL = 8.6' MLLW =.' PROPOSED ROCK BERM -12 1'-" DETAIL C-1 42 Spruce Mill Way Ketchikan, AK of 7
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